| Face stability conditions with earth-pressure-balanced shields G Anagnostou, K Kovári Tunnelling and underground space technology 11 (2), 165-173, 1996 | 717 | 1996 |
| The face stability of slurry-shield-driven tunnels G Anagnostou, K Kovári Tunnelling and underground space technology 9 (2), 165-174, 1994 | 517 | 1994 |
| Tunnel face stability under seepage flow conditions P Perazzelli, T Leone, G Anagnostou Tunnelling and Underground Space Technology 43, 459-469, 2014 | 200 | 2014 |
| Numerical interpretation of temperature distributions from three ground freezing applications in urban tunnelling E Pimentel, S Papakonstantinou, G Anagnostou Tunnelling and Underground Space Technology 28, 57-69, 2012 | 183 | 2012 |
| The interaction between shield, ground and tunnel support in TBM tunnelling through squeezing ground M Ramoni, G Anagnostou Rock Mechanics and Rock Engineering 44, 37-61, 2011 | 171 | 2011 |
| The contribution of horizontal arching to tunnel face stability G Anagnostou geotechnik 35 (1), 34-44, 2012 | 158 | 2012 |
| Tunnel boring machines under squeezing conditions M Ramoni, G Anagnostou Tunnelling and Underground Space Technology 25 (2), 139-157, 2010 | 152 | 2010 |
| The interaction between yielding supports and squeezing ground L Cantieni, G Anagnostou Tunnelling and Underground Space Technology 24 (3), 309-322, 2009 | 148 | 2009 |
| Face stability in slurry and EPB shield tunnelling G Anagnostou, K Kov Tunnels & Tunnelling International 28 (12), 1996 | 148 | 1996 |
| The effect of the stress path on squeezing behavior in tunneling L Cantieni, G Anagnostou Rock mechanics and rock engineering 42, 289-318, 2009 | 122 | 2009 |
| A model for swelling rock in tunnelling G Anagnostou Rock Mechanics and Rock Engineering 26 (4), 307-331, 1993 | 119 | 1993 |
| Large-scale laboratory tests on artificial ground freezing under seepage-flow conditions E Pimentel, A Sres, G Anagnostou Géotechnique 62 (3), 227-241, 2012 | 109 | 2012 |
| Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils G Anagnostou, P Perazzelli Tunnelling and Underground Space Technology 47, 162-181, 2015 | 97 | 2015 |
| A finite strain closed‐form solution for the elastoplastic ground response curve in tunnelling A Vrakas, G Anagnostou International Journal for Numerical and Analytical Methods in Geomechanics …, 2014 | 97 | 2014 |
| Thrust force requirements for TBMs in squeezing ground M Ramoni, G Anagnostou Tunnelling and Underground Space Technology 25 (4), 433-455, 2010 | 96 | 2010 |
| The influence of tunnel excavation on the hydraulic head G Anagnostou International Journal for numerical and analytical methods in geomechanics …, 1995 | 83 | 1995 |
| Design/construction methods-Tunnelling in swelling rocks K Kovári, C Amstad, G Anagnostou ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-88-0017, 1988 | 78 | 1988 |
| Design and analysis of yielding support in squeezing ground G Anagnostou, L Cantieni ISRM Congress, ISRM-11CONGRESS-2007-181, 2007 | 75 | 2007 |
| Swelling of sulphatic claystones–some fundamental questions and their practical relevance G Anagnostou, E Pimentel, K Serafeimidis Geomechanics and Tunnelling 3 (5), 567-572, 2010 | 71 | 2010 |
| Design issues for compressed air energy storage in sealed underground cavities P Perazzelli, G Anagnostou Journal of Rock Mechanics and Geotechnical Engineering 8 (3), 314-328, 2016 | 60 | 2016 |
Linard CantieniNagra - National Cooperative for the Disposal of Radioactive WasteVerified email at nagra.ch
